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noticeInvitingTenderDTO	createdTs 1726641783765 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 450000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 18-10-2024 16:00:59 tenderQueryClose 01-10-2024 16:00:00 technicalBidOpen 19-10-2024 16:05:00 publishedDate 25-09-2024 17:57:39 publishedByPost PWD_EE_SPLDIV_MYS publishedByUser KPE16693 - HARISH G bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 25-09-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson TEJAVATHI splitEmdRequiredYn True emdBankGuarantee 350000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08212492297 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1726641783808 version 5 createdDate None modifiedDate None tenderNumber PWD/2024-25/BD/WORK_INDENT10751 title Construction of ITI College Building in CA No. 01-T, 3rd Stage, C-Zone, Nachanahalli-Kuppalur Layout at Mysuru City description Construction of ITI College Building in CA No. 01-T, 3rd Stage, C-Zone, Nachanahalli-Kuppalur Layout at Mysuru City category WORKS categoryText Works ecv 29972681.64 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 1675 locationName PWD Speical Division Office Mysuru provisionalAmount 37223000.0 groupOverheadTotal 0.0 fileNumber aeepwdno1splsubdiv/mysuru/ITICollegeBuilding/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726641784000 0 None None Buildings Civil Work 24062660.63 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4019821 155808 None 2.5 (ii) b. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of thorny jungle Item No. 2.5 (ii) b. page No. 7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work 100 Sqm 508.2 508.2 60.0 False None None False None False 30492.0 0 4019822 155808 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Item No. 1.14.1 Page No. 8 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 112.46 112.46 1213.7 False None None False None False 136492.702 0 4019823 155808 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Item No. 1.14.1 Page No. 8 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 107.1 107.1 203.87 False None None False None False 21834.477 0 4019824 155808 None 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Item No. 4.1 Pgage No. 5 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 123.9 123.9 1596.0 False None None False None False 197744.4 0 4019825 155808 None 1.10 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Item No.1.10 Page No. 7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 168.0 168.0 1035.3 False None None False None False 173930.4 0 4019826 155808 None 2.1.2 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Item No. 2.1.2 Page No. 15 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 5947.2 5947.2 206.93 False None None False None False 1230654.096 0 4019827 155808 None 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Item no. 5.4 Page No. 9 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 6708.45 6708.45 133.53 False None None False None False 895779.3285 0 4019828 155808 None 2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item no. 2.2.3 Page No. 15 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 7185.02 7185.02 154.48 False None None False None False 1109941.8896 0 4019829 155808 None 2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item no. 2.2.3 Page No. 15 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 9979.2 9979.2 28.93 False None None False None False 288698.256 0 4019830 155808 None 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item no. 2.5.2 Page No. 17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 12214.76 12214.76 65.66 False None None False None False 802021.1416 0 4019831 155808 None 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item no. 2.5.2 Page No. 17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 10777.73 10777.73 18.7 False None None False None False 201543.551 0 4019832 155808 None 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item no. 2.5.2 Page No. 17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 11496.24 11496.24 61.27 False None None False None False 704374.6248 0 4019833 155808 None 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item no. 2.5.2 Page No. 17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 10777.73 10777.73 176.34 False None None False None False 1900544.9082 0 4019834 155808 None 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item no. 2.5.2 Page No. 17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 7185.15 7185.15 52.95 False None None False None False 380453.6925 0 4019835 155808 None 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item no. 2.5.2 Page No. 17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 10418.47 10418.47 7.69 False None None False None False 80118.0343 0 4019836 155808 None 2.1.4 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Item No. 2.1.4 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 11097.35 11097.35 10.51 False None None False None False 116633.1485 0 4019837 155808 None 2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings Item No. 2.11a ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Tonne 93929.85 93929.85 47.51 False None None False None False 4462607.1735 0 4019838 155808 None 8.16.1 Providing and fixing suitable plaster mesh 100mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120g/m2 width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. ( length of mesh only be measured for payment.Plaster mesh Item No.8.16.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 35.7 35.7 1293.6 False None None False None False 46181.52 0 4019839 155808 None 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specification Item NO. 6.32 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 1375.5 1375.5 1325.44 False None None False None False 1823142.72 0 4019840 155808 None 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Item No. 6.34 Page No. 17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 1159.2 1159.2 144.93 False None None False None False 168002.856 0 4019841 155808 None 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Item no. 12.13.1 Page no. 100 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 103755.75 103755.75 2.62 False None None False None False 271840.065 0 4019842 155808 None 12.51 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Item no. 12.51 Page no. 105 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1066.8 1066.8 29.0 False None None False None False 30937.2 0 4019843 155808 None 12.57.5 Providing and fixing flush door shutter made out of solid core block board type, well seasoned, chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets (core veneer) hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 (part-I) 1991. from manufacturer complete as per spcification. do- 35 mm thick one side teak and one side commercial Item no. 12.57.5 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 4091.85 4091.85 60.6 False None None False None False 247966.11 0 4019844 155808 None 12.97.1 Providing and fixing to exiting door frames 30mm thick Glass Fiber Reinforced Plastic (FRP) Paneled door shutter of required colour and approved brand and manufacture, made with fire-retardants grade unsaturated polyester resin, modular to 3mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood insides at required places for fixing of fitting, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS 14856 including fixing to frames Item no. 12.97.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 3364.2 3364.2 17.01 False None None False None False 57225.042 0 4019845 155808 None 11.6.1 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Item no. 11.6.1 Page No. 76 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 2764.65 2764.65 25.65 False None None False None False 70913.2725 0 4019846 155808 None 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. Page No. 11.34B Page No. 85 (Vol-2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Kgs 192.15 192.15 3620.99 False None None False None False 695773.2285 0 4019847 155808 None 12.90 Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Item No. 12.90 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 7070.7 7070.7 153.66 False None None False None False 1086483.762 0 4019848 155808 None 12.85 Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Item no. 12.85 Page no. 110 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 6004.95 6004.95 18.77 False None None False None False 112712.9115 0 4019849 155808 None 8.4.2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Item No. 8.4.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 327.6 327.6 2279.86 False None None False None False 746882.136 0 4019850 155808 None 8.2.1 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Item No. 8.2.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 309.75 309.75 1240.18 False None None False None False 384145.755 0 4019851 155808 None 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement:6 fine sand) including rounding off corners wherever required smoothrendering, providing and removing scaffolding, including cost of materials,labour, curing complete as per specifications and as per directions of Engineer-in-charge. Item No. 8.1.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 253.05 253.05 186.71 False None None False None False 47246.9655 0 4019852 155808 None 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Item No. 11.28 Page no. 83 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Kgs 593.25 593.25 815.0 False None None False None False 483498.75 0 4019853 155808 None 9.30 Providing and laying flooring and steps fine machine polished granite stone slabs 20 mm thick on cement mortar bed 1:6, 20 mm thick, and joints finished with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar, labour, curing complete as per specifications Item no. 9.30 Page no. 64 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 5594.4 5594.4 87.91 False None None False None False 491803.704 0 4019854 155808 None 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Item No. 9.24 Page no. 63 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 2994.6 2994.6 405.38 False None None False None False 1213950.948 0 4019855 155808 None 10.2 Providing edge moulding to 18mm thick Granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-charge. Item No. 10.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 344.4 344.4 210.0 False None None False None False 72324.0 0 4019856 155808 None 9.12.2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Item no. 9.12.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 1202.25 1202.25 332.65 False None None False None False 399928.4625 0 4019857 155808 None 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. Item no. 9.2 Page no.59 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 840.0 840.0 365.15 False None None False None False 306726.0 0 4019858 155808 None 9.11 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Item no. 9.11 Page no.60 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 933.45 933.45 51.91 False None None False None False 48455.3895 0 4019859 155808 None 9.39 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Item no. 9.39 Page No. 65 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 1521.45 1521.45 186.71 False None None False None False 284069.9295 0 4019860 155808 None 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Item No. 8.33.3 Page No. 47 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 145.95 145.95 172.43 False None None False None False 25166.1585 0 4019861 155808 None 8.34.2 Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Item no. 8.34.2 Page No. 47 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 60.9 60.9 188.37 False None None False None False 11471.733 0 4019862 155808 None 8.33.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @0.75 ltr/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting , cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Item no. 8.33.2 Page No. 46 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 144.9 144.9 188.37 False None None False None False 27294.813 0 4019863 155808 None 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Item No. 8.51 Page No. 50 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 105.0 105.0 3306.6 False None None False None False 347193.0 0 4019864 155808 None 8.55.2 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. Item no. 8.55.2 pg. 51 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 55.65 55.65 4546.78 False None None False None False 253028.307 0 4019865 155808 None 8.53.2 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge. Item no. 8.53.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 103.95 103.95 3306.6 False None None False None False 343721.07 0 4019866 155808 None 8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Item no.8.30 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 182.7 182.7 1240.18 False None None False None False 226580.886 0 4019867 155808 None 7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Item No. 7.38 Page No. 26 (Vol-2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 596.4 596.4 34.88 False None None False None False 20802.432 0 4019868 155808 None 11.16.1 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications andas per directions of the Engineer-in-Charge. Item no. 11.16.1 Page no. 81 (Vol-2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Kgs 142.8 142.8 523.12 False None None False None False 74701.536 0 4019869 155808 None 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m 2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification. . Item No. 15.1 Page No. 133 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 857.85 857.85 1059.19 False None None False None False 908626.1415 0 1726641784000 0 None None Buildings Water Supply & Sanitary work 1242682.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4019870 155809 None 14.3.1 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Item no. 14.3.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 6275.85 6275.85 8.0 False None None False None False 50206.8 0 4019871 155809 None 14.7.5 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tapItem no. 14.7.5 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 2689.05 2689.05 8.0 False None None False None False 21512.4 0 4019872 155809 None 14.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 14.8 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1494.15 1494.15 8.0 False None None False None False 11953.2 0 4019873 155809 None 14.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Item no. 14.1.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 5128.2 5128.2 2.0 False None None False None False 10256.4 0 4019874 155809 None 14.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm Item no. 14.32.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 1068.9 1068.9 7.0 False None None False None False 7482.3 0 4019875 155809 None 14.40.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. Item No. 14.40.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 520.8 520.8 7.0 False None None False None False 3645.6 0 4019876 155809 None 13.23.1 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore, 105 mm long, weighing not less than 138 g Item no. 13.23.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 215.25 215.25 25.0 False None None False None False 5381.25 0 4019877 155809 None 14.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. Item No. 14.29 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 49.35 49.35 15.0 False None None False None False 740.25 0 4019878 155809 None 13.31.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & coldwater supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes Item No. 13.31.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 254.1 254.1 600.0 False None None False None False 152460.0 0 4019879 155809 None 13.31.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & coldwater supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes Item No. 13.31.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 333.9 333.9 570.0 False None None False None False 190323.0 0 4019880 155809 None 13.33.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching. refilling & testing of joints com plete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes Item No. 13.33.4 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 390.6 390.6 150.0 False None None False None False 58590.0 0 4019881 155809 None 13.3.2 Providing and fixing brass stop cock of approved quality :20 mm nominal bore Item no. 13.3.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 320.25 320.25 15.0 False None None False None False 4803.75 0 4019882 155809 None 13.4.1 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) Item No. 13.4.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 576.45 576.45 15.0 False None None False None False 8646.75 0 4019883 155809 None 13.4.2 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 32 mm nominal bore Item No. 13.4.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 627.9 627.9 10.0 False None None False None False 6279.0 0 4019884 155809 None 1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Item No. 1.4.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 254.1 254.1 270.0 False None None False None False 68607.0 0 4019885 155809 None 10.1.7 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 Item No. 10.1.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 431.55 431.55 240.0 False None None False None False 103572.0 0 4019886 155809 None 13.48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, Single socketed pipes 100 mm diameter Item No.13.48 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 305.55 305.55 54.75 False None None False None False 16728.8625 0 4019887 155809 None 10.1.8 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 Item No. 10.1.8 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 613.2 613.2 100.0 False None None False None False 61320.0 0 4019888 155809 None 603 OPVC pipes of Class 500- PN-16 200mm dia. Sl No. 603 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 2211.3 2211.3 80.0 False None None False None False 176904.0 0 4019889 155809 None 2.6.8 Labour charges for laying and jointing GI pipes with earth work including fixing collars, elbows, tees, bends, gland cocks and other fittings with cuts and threads, white lead paints wherever necessary, conveying the materials from office to workspot and retuning the surplus materials from workspot to stores for: 100mm dia. GI pipes & specials. Item No. 2.6.8 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 55.65 55.65 100.0 False None None False None False 5565.0 0 4019890 155809 None 16.15.6 Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth & SFRC cover & frame 13.6 Item No. 16.15.6 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 40300.05 40300.05 4.0 False None None False None False 161200.2 0 4019891 155809 None 14.4.1 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cister Item No. 14.4.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 4676.7 4676.7 8.0 False None None False None False 37413.6 0 4019892 155809 None 13.34 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Item No. 13.34 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work l 9.45 9.45 8000.0 False None None False None False 75600.0 0 4019893 155809 None 13.35 Making chases up to 7.5x7.5 cm in walls including making good and fini shing with matching surface after housing G.1. pipe etc Item No. 13.35 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 139.65 139.65 25.0 False None None False None False 3491.25 0 1726641784000 0 None None Buildings Borewell 403940.25 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4019894 155810 None 12.4 Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 5552.4 5552.4 2.0 False None None False None False 11104.8 0 4019895 155810 None 12.1.1 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) Item No. 12.1.1 0.00 to 50.00M ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 388.5 388.5 50.0 False None None False None False 19425.0 0 4019896 155810 None 12.1.2 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) above 50m to 100.00M Item No. 12.1.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 487.2 487.2 50.0 False None None False None False 24360.0 0 4019897 155810 None 12.1.3 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) above 100m to 150.00M Item No. 12.1.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 517.65 517.65 50.0 False None None False None False 25882.5 0 4019898 155810 None 12.1.4 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) above 150m to 200.00M Item No. 12.1.4 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 600.6 600.6 50.0 False None None False None False 30030.0 0 4019899 155810 None 12.1.5 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth)above 200m to 250.00M Item No. 12.1.5 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 704.55 704.55 50.0 False None None False None False 35227.5 0 4019900 155810 None 12.1.6 Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) above 250m to 300.00M Item No. 12.1.6 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 777.0 777.0 50.0 False None None False None False 38850.0 0 4019901 155810 None 12.32 Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty. Item no. 12.32 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 2029.65 2029.65 40.0 False None None False None False 81186.0 0 4019902 155810 None 12.34 Providing and laying at site of work MS casing caps as per IS 1239 (part- II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge Item No. 12.34 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 172.2 172.2 1.0 False None None False None False 172.2 0 4019903 155810 None 13.4.4 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) 50 mm nominal bore Item No. 13.4.4 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 897.75 897.75 1.0 False None None False None False 897.75 0 4019904 155810 None 13.33.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching. refilling & testing of joints com plete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipes Item No. 13.33.4 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 390.6 390.6 150.0 False None None False None False 58590.0 0 4019905 155810 None 13.40.8 Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments. 7.5 HP, size 65x50 Head 46M, Discharge 360 LPM Item No. 13.40.8 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 36907.5 36907.5 1.0 False None None False None False 36907.5 0 4019906 155810 None 13.46 Providing and fixing LT cable of size 4 x 25 Sqm suitable for centrifugal pump sets with ISI mark and its latest amendments. Item No. 13.46 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work m 590.1 590.1 70.0 False None None False None False 41307.0 0 1726641784000 0 None None Buildings Sump work 302938.03 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4019907 155811 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Note: Cost of De-watering upto 5 % of (A+B) may be added, where required as sessment for dewatering shall be made as per site cond ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 400.21 400.21 53.62 False None None False None False 21459.2602 0 4019908 155811 None 1.10 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications (Item No.1.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 168.0 168.0 53.62 False None None False None False 9008.16 0 4019909 155811 None 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates(Item No.2.1.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 6288.45 6288.45 2.36 False None None False None False 14840.742 0 4019910 155811 None 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No.2.4.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 6852.38 6852.38 4.72 False None None False None False 32343.2336 0 4019911 155811 None 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No.2.4.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 7318.08 7318.08 5.76 False None None False None False 42152.1408 0 4019912 155811 None 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No.2.4.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 9979.2 9979.2 2.25 False None None False None False 22453.2 0 4019913 155811 None 2.11.a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Item No.2.11.a) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Tonne 93929.85 93929.85 1.27 False None None False None False 119290.9095 0 4019914 155811 None 8.6.2 Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.(Item No. 8.6.2 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 450.45 450.45 84.54 False None None False None False 38081.043 0 4019915 155811 None 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineer in-Charge. (Item No. 8.12) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Kgs 67.2 67.2 18.59 False None None False None False 1249.248 0 4019916 155811 None 18.3 Providing & fixing 455x610 mm cast iron cover with frame weight to be not less 38kgs (weight of cover 23 kgs and weight of frame 15 kgs)and necessary locking arrangements with M.S flats 32x6 mm etc & painting with two or more coats with black Japan paint etc. complete as directed by the engineer-in-charge.(Item No- 18.3 vol 5) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 2060.1 2060.1 1.0 False None None False None False 2060.1 0 1726641784000 0 None None Buildings Part A Electrification, Controlling Switches and Fixtures 2825853.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4019917 155812 None 1.2.1 Part A:- Electrification, Controlling Switches and Fixtures Concealed Conduit System Supplying heavy PVC condiuit pipe ……mm dia .mm thick confirming to IS 2509 woth suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with 18SWG GI fish wire wherever necessary.(Vol-6 P.No 2 SL No 1.2.1) 19/20 mm dia 2mm thick ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 69.3 69.3 100.0 False None None False None False 6930.0 0 4019918 155812 None 1.2.2 25mm dia 2mm thick (Vol-6 P.No 2 SL No 1.2.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 81.9 81.9 1000.0 False None None False None False 81900.0 0 4019919 155812 None 1.2.2 32mm dia 2mm thick(Vol-6 P.No 2 SL No 1.2.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 108.15 108.15 200.0 False None None False None False 21630.0 0 4019920 155812 None 1.3.1 Supplying heavy gauge PVC Conduit Pipe ….dia ….mm thick with suitable size bends, metal junction boxes adhesive paste etx., by groove cutting in the wall and fixing by using U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. (Vol-6 P.No 2 /1.3.1) 19/20 mm dia 2mm thick ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 71.4 71.4 50.0 False None None False None False 3570.0 0 4019921 155812 None 1.3.2 25mm dia 2mm thick (Vol-6 P.No 2 /1.3.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 82.95 82.95 500.0 False None None False None False 41475.0 0 4019922 155812 None 1.3.3 32mm dia 2.5mm thick (Vol-6 P.No 2 /1.3.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 103.95 103.95 100.0 False None None False None False 10395.0 0 4019923 155812 None 1.5.2 Supplying and fixing PVC/metal conduit accessories.(Vol-6 P.No 3 SL No 1.5.2)deep junction box 25mm junction box ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 58.8 58.8 350.0 False None None False None False 20580.0 0 4019924 155812 None 1.9.3 Supplying PVC/GI flexible conduit pipe . mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely (Vol-6 P.No 3/1.9.3) 32 mm ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 30.45 30.45 30.0 False None None False None False 913.5 0 4019925 155812 None 3.8 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc, and fixing on existing wooden or metal box using N.F. screws (Vol-6 P. No 9/3.8) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sq CM 0.43 0.43 5000.0 False None None False None False 2150.0 0 4019926 155812 None 3.4.1 Supplying and flush mounting powder coated metal / galvanised metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (Vol-6 P.No 8 SL No 3.4.1 ) 1-3Way ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 144.9 144.9 60.0 False None None False None False 8694.0 0 4019927 155812 None 3.4.6 Supplying and flush mounting powder coated metal / galvanised metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall (Vol-6 P.No 8 SL No 3.4.6)10-12Way ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 334.95 334.95 120.0 False None None False None False 40194.0 0 4019928 155812 None 3.5.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.(Vol-6 P.No 8 SL No 3.5.1) 1 to 2 Module ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 143.85 143.85 60.0 False None None False None False 8631.0 0 4019929 155812 None 3.5.6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box.(Vol-6 P.No 8 SL No 3.5.6)10-12Moudule ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 361.2 361.2 120.0 False None None False None False 43344.0 0 4019930 155812 None 3.6.1 Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293. (Vol-6 P.No 9 SL No 3.6.1) 6Amps one way. ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 107.1 107.1 540.0 False None None False None False 57834.0 0 4019931 155812 None 3.6.2 Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293. (Vol-6 P.No 9 SL No 3.6.2) 6A Two Way Switch ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 174.3 174.3 4.0 False None None False None False 697.2 0 4019932 155812 None 3.6.3 Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (Vol-6 P.No 9 SL No 3.6.3)6A Three Way socket ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 179.55 179.55 180.0 False None None False None False 32319.0 0 4019933 155812 None 3.6.4 Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (Vol-6 Vol-6 P.No 9 SL No 3.6.4) Stepped Fan Regulator Two Module ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 374.85 374.85 110.0 False None None False None False 41233.5 0 4019934 155812 None 3.6.9 Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (Vol-6 P.No 9 SL No 3.6.9) 32A DP Switch ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 342.3 342.3 20.0 False None None False None False 6846.0 0 4019935 155812 None 3.6.10 Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (Vol-6 P.No 9 SL No3.6.10) 6/16A Universal Socket ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 247.8 247.8 20.0 False None None False None False 4956.0 0 4019936 155812 None 3.6.12 Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (Vol-6 P.No 9/3.6.12) TV/Telephone socket ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 163.8 163.8 10.0 False None None False None False 1638.0 0 4019937 155812 None 3.6.13 Supplying and fixing of modular switch & onnected accessorieson existing modular switch plate as per IS 3854 and IS 1293 (Vol-6 P.No 9/3.6.13) RJ45/I.O Outlet Cat-6 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 353.85 353.85 10.0 False None None False None False 3538.5 0 4019938 155812 None 8.1 Supplying and drawing UTP-CAT 6E LAN cable.(Vol-6 P.No 36/8.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 39.9 39.9 1000.0 False None None False None False 39900.0 0 4019939 155812 None 8.5 Supplying & Fixing of Power strip(Vol-6 P.No 36/8.5) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 1529.85 1529.85 2.0 False None None False None False 3059.7 0 4019940 155812 None 8.6 Supplying of shelf(Vol-6 P.No 36/8.6) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 868.35 868.35 2.0 False None None False None False 1736.7 0 4019941 155812 None 8.8 Supplying & Fixing of Fan(Vol-6 P.No36/8.8) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 1269.45 1269.45 2.0 False None None False None False 2538.9 0 4019942 155812 None 8.9.6 Supplying fixing of Network Switches.(Vol-6 P.No 36/8.9.6)16 port 10/100 Switch ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 2572.5 2572.5 2.0 False None None False None False 5145.0 0 4019943 155812 None 8.10.1 Supplying & fixing of I/O socket eith back box(Vol-6 P.No 36/8.10.1) Single I/o ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 514.5 514.5 10.0 False None None False None False 5145.0 0 4019944 155812 None 8.11.2 Supplying & Fixing of …mtrs Cat6 Patch Cable (Vol-6 P.No 37/8.11.2) 2mtr ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 269.85 269.85 10.0 False None None False None False 2698.5 0 4019945 155812 None 8.4.2 Supplying & Fixing of switch mounting rack with power manager & Cable manager.(Vol-6 P.No 37/8.4.2)6U with 450mm depth ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 7325.85 7325.85 2.0 False None None False None False 14651.7 0 4019946 155812 None 8.9.2 Supplying fixing of Network Switches. 24 Port Gigabyte (manageable) (Vol-6 P.No 36/8.9.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 43522.5 43522.5 2.0 False None None False None False 87045.0 0 4019947 155812 None 1.12 Supplyin and Fixing Metal Fan Box with Round Hook.(Vol-6 P.No 4 SL No 1.12) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 168.0 168.0 110.0 False None None False None False 18480.0 0 4019948 155812 None 3.10.2 Extra for supplying 4mm thick white plastic plate and covering for junction boxes of size ……mm conduit using necessary machine screws.(Vol-6 P.No 9/3.10.2) 80/90mm ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 15.75 15.75 350.0 False None None False None False 5512.5 0 4019949 155812 None 3.13.4 Supplying and fixing of metal clad industrial plugs and sockets. (Vol-6 P.No 9/3.13.4)3pole+earth 440V PLUG 32 Amps ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 640.35 640.35 10.0 False None None False None False 6403.5 0 4019950 155812 None 3.13.8 3pole+earth 440V SOCKET 30 Amps (Vol-6 P.No 10/3.13.8) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 869.21 869.21 10.0 False None None False None False 8692.1 0 4019951 155812 None 2.2.1 Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block. complete for each outlet.(Vol-6 P.No 5 SL No 2.2.1) Short point up to 3Mtr from tapping point to out let via switch ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Point 282.45 282.45 120.0 False None None False None False 33894.0 0 4019952 155812 None 2.2.2 Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block. complete for each outlet.(Vol-6 P.No 5 SL No 2.2.2) Medium point above 3mtr up to 6Mtr from tapping point to out let via switch ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Point 397.95 397.95 120.0 False None None False None False 47754.0 0 4019953 155812 None 2.2.3 Point wiring using Copper wire without switch.Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated, 2x1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose lenght in a wood/PVC round block. complete for each outlet.(Vol-6 P.No 5 SL No 2.2.3) Long point above 6Mtr up to 10Mtr from tapping point to out let via switch box ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Point 582.75 582.75 120.0 False None None False None False 69930.0 0 4019954 155812 None 2.3.1 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments (Vol-6 P.No5 SL No 2.3.1) 1 mm2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 19.95 19.95 2000.0 False None None False None False 39900.0 0 4019955 155812 None 2.3.2 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments (Vol-6 P.No5 SL No 2.3.2) 1.5 mm2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 27.3 27.3 2000.0 False None None False None False 54600.0 0 4019956 155812 None 2.3.3 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments (Vol-6 P.No5 SL No 2.3.3) 2.5 mm2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 44.1 44.1 4000.0 False None None False None False 176400.0 0 4019957 155812 None 2.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments . (Vol-6 P.No5 SL No2.3.4)4 mm2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 66.15 66.15 2000.0 False None None False None False 132300.0 0 4019958 155812 None 2.3.5 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments . (Vol-6 P.No5 SL No 2.3.5)6 mm2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 96.6 96.6 1000.0 False None None False None False 96600.0 0 4019959 155812 None 5.18.4 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' cure, indicator ON/OFF, energy cross-3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898. (Vol-6 P.No 17 SL No 5.18.4)6-32 Amps DP ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 775.95 775.95 30.0 False None None False None False 23278.5 0 4019960 155812 None 5.18.9 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' cure, indicator ON/OFF, energy cross-3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898. (Vol-6 P.No 18 SL No 5.18.9)50-63 Amps TPN ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 3242.4 3242.4 20.0 False None None False None False 64848.0 0 4019961 155812 None 5.20.8 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board. 63 Amps 4 pole (Vol-6 P.No 18 SL No5.20.8) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 5404.35 5404.35 10.0 False None None False None False 54043.5 0 4019962 155812 None 5.19.9 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.(Vol-6 P.No 18 SL No 5.19.9 )II- Double Door 12Way SP &N ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 2445.45 2445.45 10.0 False None None False None False 24454.5 0 4019963 155812 None 5.19.11 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure.( Vol-6 P.No 18 SL No 5.19.11 )III- Double Door 4Way TP &N ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 4239.9 4239.9 10.0 False None None False None False 42399.0 0 4019964 155812 None 5.35 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter.(Vol-6 P.No 19 SL No 5.35) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 5990.25 5990.25 1.0 False None None False None False 5990.25 0 4019965 155812 None 5.42.3 Fabricating supplying and mounting MS box made out …SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete.18SWG(Vol-6 P.No 19 SL No 5.42.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sq CM 0.4 0.4 120000.0 False None None False None False 48000.0 0 4019966 155812 None 5.41.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. Flat.with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 50x50x6mm(Vol-6 P.No 19 SL No 5.41.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 414.75 414.75 20.0 False None None False None False 8295.0 0 4019967 155812 None 5.40.1 Supplying . amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete.100Amps 4x30x6mm Aluminium Strips (Vol-6 P.No18 SL No 5.40.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 2588.25 2588.25 5.0 False None None False None False 12941.25 0 4019968 155812 None 5.7.4 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 100Amps(Vol-6 P.No 14 SL No 5.7.4) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 725.55 725.55 4.0 False None None False None False 2902.2 0 4019969 155812 None 5.34 Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer Class 0.5 accuracy with Tape Wound. (Vol-6 P.No 19SL No 5.34) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 590.1 590.1 8.0 False None None False None False 4720.8 0 4019970 155812 None 12.57 Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc. using 40 mm dia 2.9 mm thick 2.5m long GI pipe with GI funnel with mesh and suitable size reducer fixed on the top of the earth electrode.The funnel should be enclosed in a CC chamber of 400x400x400 mm with a cast iron cover. The earth electrode shall have staggered holes of 12 mm dia and the electrode should be covered 150 mm all-round with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.(Vol-6 P.No 54 SL No 12.57) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Job 4468.8 4468.8 20.0 False None None False None False 89376.0 0 4019971 155812 None 12.58.2 GI/Copper strips for grounding connections, using necessary fixing materials as required. (Vol-6 P.No 54 SL No 12.58.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 134.4 134.4 100.0 False None None False None False 13440.0 0 4019972 155812 None 11.3.2 Supplying of . feet - LED PVC Square Batten .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved. 5 years Warranty against any manufacturing defect working under standard electrical condition ( Vol-6 P.No 43 SL No11.3.2)LED light fitting 1 x 4' - 20/22 W ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 724.5 724.5 220.0 False None None False None False 159390.0 0 4019973 155812 None 11.3.1 Supplying of . feet - LED PVC Square Batten .W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input: 220-240V @ 50Hz & Power factor 0.9 along with CE approved. 5 years Warranty against any manufacturing defect working under standard electrical condition (Vol-6 P.No 43 SL No 11.3.1)LED light fighting 1x 2' - 9/10 w ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 578.55 578.55 8.0 False None None False None False 4628.4 0 4019974 155812 None 11.6.2 Supplying of recess mounting non integral type .'LED W luminaire comprising of pressure decast/extruded aluminum housing, with spring loaded fase ceiling clamps, Power LEDs with CCT 6500 degree K, CRI 70%. efficasy 100 lumen per watt, 120degree beam spread, life 25000 burning hours and Complaince to IS 10322/IEC 60598, LM 79 & LM 80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level. LEDs are driven by HF electronic driver integrated in a separate control gear assembly., with PF 0.95, power loss should 5% of lamp wattage., short circuit & open circuit protection to be integrated in the circuit, , THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 volts. BIS Approved and Tested by NABL/CPRI acredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.LED modular down light 2x2' 34-36w RC380B-LED36S(Vol-6 P.No 45 SL No 11.6.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 4780.65 4780.65 8.0 False None None False None False 38245.2 0 4019975 155812 None 6.2.1 Supplying of 1440rpm heavy duty exhaust fan with bracket blades suitable to operate on 230V 50Hz, AC Supply complete.12" Sweep (300mm)(Vol-6 P.No 30 SL No 6.2.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 3117.45 3117.45 8.0 False None None False None False 24939.6 0 4019976 155812 None 6.3.1 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system 48" Sweep (1200 mm) Regular model (Vol-6 P.No 30/6.3.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 3133.2 3133.2 110.0 False None None False None False 344652.0 0 4019977 155812 None 13.7.1 Fixing all types and all capacities of fluorescent /False ceiling/spot light /CFL/LED fittings indoor on the wall/ ceiling/rafters/girders using 23/0.0076' twin twisted PVC insulated wires, required Nos of round blocks and clamps. (Vol-6 P.No 56 SL No 13.7.1)On wall / ceiling /Rafter / Girders ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 128.1 128.1 236.0 False None None False None False 30231.6 0 4019978 155812 None 13.10 Fixing a Ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook wisth fan regulator to the existing board together wisth wupplying and fixing 5amps. Ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. (Vol-6 P.No 57 SL No 13.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 179.55 179.55 110.0 False None None False None False 19750.5 0 4019979 155812 None 13.12 Extra length of GI pipe of class B 19mm dia for down rod. (Vol-6 P.No 57 SL No 13.12) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 206.85 206.85 110.0 False None None False None False 22753.5 0 4019980 155812 None 13.14 Fixing one exhaust fan in the nitch already left in the wall with bolts and nuts and 5 amps. ceiling rose with ufficient length of 23 / 0.0076 inch PVC insulated twin core wire.(Vol-6 P.No 57 SL No 13.14) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 516.6 516.6 8.0 False None None False None False 4132.8 0 4019981 155812 None 11.7.3 Supply of LED pole mounting type post top lantern with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/ clear glass material, delivering superior light output. Rated life Burning Hrs 50000 hr@ Lumen Maintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB LED Efficiency 130 lm/w, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. (Vol-6 P.No 45 SL No 11.7.3)LED Post Top Lantern with 25/30 watts ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 8108.1 8108.1 10.0 False None None False None False 81081.0 0 4019982 155812 None 13.6 Fixing charges of post top/ Gate/ Garden fitting /LED on the existing CI/ GI or any other pipe using required size of reducer, wiring using suitable wires.(Vol-6 P.No 56 SL No 13.6) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 207.9 207.9 10.0 False None None False None False 2079.0 0 4019983 155812 None 4.2.2 Fabricating, supplying and erection of .Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for .Mtrs pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom .mm, top.mm with 3mm thick, suitable base plate and 4Nos of . long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. 4 meters -Top 70mm and bottom 130mm dia (Vol-6 P.No 7 SL No 4.2.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 8610.0 8610.0 10.0 False None None False None False 86100.0 0 4019984 155812 None 11.8.4 Supply of LED Streetlight with pressure die cast aluminium housing body with optimal heat sink for better thermal dissipation. Diffuser with Injection moulded & is made of polycarbonate material with high transmission index, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains Current should not be greater than 0.1A to 0.7A & Surge Protection- Min KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operates wide voltage range from 100V to 270V 50/60Hz application. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency 130lm/w at 1W & Fixture Efficiency 80lm/w with nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 5 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source. Suitable for B1/B2 Roads as per IS 1944 Part I & Part II. ( Vol-6 P.No 46 SL No 11.8.4) LED Streetlight 90watts ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 9303.0 9303.0 4.0 False None None False None False 37212.0 0 4019985 155812 None 13.2.2 Supplying and Fixing.mm dia class A GI pipe bracket up to 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, using suitable clamps, bolts ,nuts and wiring using suitable capacity wires. (Vol-6 P.No 56 SL No 13.2.2)Using 32mm dia G.I.pipe ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 1359.75 1359.75 4.0 False None None False None False 5439.0 0 4019986 155812 None 32.14 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 (ESCOM P.No.13/ SL No 210/ 32.14) 95 Sqmm, 3.5 Core, (21 GI Strips - 4 x 0.8 mm) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 391875.75 391875.75 0.2 False None None False None False 78375.15 0 4019987 155812 None 32.05 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part- 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 (ESCOM P.No 13/ SL No 201/32.05) 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 148934.1 148934.1 0.1 False None None False None False 14893.41 0 4019988 155812 None 21.05 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 2.5 to 25 Sqmm(ESCOM P.No 52/21.05) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 21930.3 21930.3 0.1 False None None False None False 2193.03 0 4019989 155812 None 21.06 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 35 to 95 Sqmm (ESCOM P.No 52/SL No 175/21.06) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 32695.95 32695.95 0.2 False None None False None False 6539.19 0 4019990 155812 None 1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatlydressed disposing off or leveling the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work (Vol I P.No 6 SL No 1.5.1) In ordinary/soft rock without blasting upto 1.5 m depth (0.5*0.75*300) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work cm 313.95 313.95 112.5 False None None False None False 35319.375 0 4019991 155812 None 11.3.6 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete.(Vol -5 Water Supply P.No 128 SL No 11.3.6) Heavy Duty GI pipe of 50mm dia ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 712.95 712.95 20.0 False None None False None False 14259.0 0 4019992 155812 None 60.03 Aluminium End Terminal Lug (ESCOM P.No 27 SL No 471/60.03) 16 Sqmm ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 2.1 2.1 16.0 False None None False None False 33.6 0 4019993 155812 None 60.03 Aluminium End Terminal Lug (ESCOM P.No 27 SL No 471/60.03) 95 Sqmm ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 15.75 15.75 16.0 False None None False None False 252.0 0 4019994 155812 None 13.40.5 Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments ( Vol -5 Water Supply SR P.No 157/13.40.5 )5 HP, size 50x40 Head 46M, Discharge 174 LPM ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 27737.85 27737.85 1.0 False None None False None False 27737.85 0 4019995 155812 None 13.11.5 Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per pecifications,as per necessary ammendments and instructions of engineer incharge of work. 3.00 HP - 90 LPM @ 66 m = 6 STG Outlet Dia - 2.00 ( Vol -5 Water Supply SR 151/13.11.5 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 29518.65 29518.65 1.0 False None None False None False 29518.65 0 4019996 155812 None 5.2.1 Supplying fully automatic star-delta starter unit push button type with suitable wires, 3 contractors, one adjustable thermal timer mounted on a common base plate held in steel enclosure for use on 400/440 volts 3 phase and wired after fixing to the existing wooden board for motor. .( Vol-6 P.No14/5.2.1 ) Upto 12.5 HP ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 7827.75 7827.75 2.0 False None None False None False 15655.5 0 4019997 155812 None 2.6.1 Supplying and drawing 3 core flat PVC sheathed submersible pump cable manufactured with electrolytic grade copper with flexible copper conductor confirming to table 3 class 5 of IS:8130-1984 and virgin grade PVC insulation and powder coating extruded PVC sheathed suitable for working voltage upto 1100Volts with specified IS-694:1990 & confirming to the attached GTP of GROUP-A( Vol-6 P.No7/2.6.1) 3C X 2.5Sq.mm ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 122.85 122.85 100.0 False None None False None False 12285.0 0 4019998 155812 None 13.6.2.2 Providing and fixing gun metal non- return valve of approved quality (screwed end) 32 mm nominal bore ( Civil SR V-2/ 191/13.6.2.2 ) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 971.25 971.25 2.0 False None None False None False 1942.5 0 4019999 155812 None 13.34 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work ( Water Supply SR 207/13.34)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Job 1522.5 1522.5 2.0 False None None False None False 3045.0 0 4020000 155812 None 2.62.4 Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer)pipes confirming to IS.15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-In- Charge. PN - 16 Pipe,SDR 7.4- 32 mm OD(Water Supply 86/2.62.4) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 362.25 362.25 60.0 False None None False None False 21735.0 0 4020001 155812 None 1.2 Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work(Common SR Vol-I P.No 5 SL No 1.2) (1.4*2.2*0.9*1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 603.75 603.75 2.5 False None None False None False 1509.375 0 4020002 155812 None 2.1.2 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (Common SR Vol-I P.15 SL No 2.1.2) (1.4*2.2*1*1 )Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 5947.2 5947.2 2.25 False None None False None False 13381.2 0 1726641784000 0 None None Buildings Part B- LT/HT Power Supply with Accessories 1134606.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 4020003 155813 None 2.02 RCC Pole - 9 Mtr Long, 145 Kg WL (V-6 ESCOM P.No 3/ 1/1.01) Labour (V-6 ESCOM P.No 44/ 30/2.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 8598.45 8598.45 10.0 False None None False None False 85984.5 0 4020004 155813 None 2.05 Pre - Stressed Tubular Spun Pole 11 Mtr Long - 500 Kg WL (V-6 ESCOM P.No 3/7/1.07) Labour(V-6 ESCOM P.No 44/ 33/2.05) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 21258.3 21258.3 4.0 False None None False None False 85033.2 0 4020005 155813 None 5.04 11 kV, Horizontal Cross Arm (V-6 ESCOM P.No 3/12.2.02) Labour (V-6 ESCOM P.No 45/52/5.04) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 679.35 679.35 10.0 False None None False None False 6793.5 0 4020006 155813 None 6.10 11 kV, 45 KN Polymeric Insulator (V-6 ESCOM P.No 5/56/6.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 195.3 195.3 12.0 False None None False None False 2343.6 0 4020007 155813 None 52.6.06 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (V-6 ESCOM P.No 5/52.6.06) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 215.25 215.25 72.0 False None None False None False 15498.0 0 4020008 155813 None 6.10 11 kV, 45 KN Polymeric Insulator (V-6 ESCOM P.No 5/56/6.10) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 195.3 195.3 36.0 False None None False None False 7030.8 0 4020009 155813 None CDS-1 Guy Set Complete with No. 15 Strain Insulator ((CDS-1) Labour (CDS-1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 1851.15 1851.15 4.0 False None None False None False 7404.6 0 4020010 155813 None 6.02 ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (V-6 ESCOM P.No 3/ XX b) Labour (V-6 ESCOM P.No 46/65/6.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 53124.75 53124.75 3.0 False None None False None False 159374.25 0 4020011 155813 None 3.02 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 (V-6 ESCOM P.No 9/144/21.05) For 100/300 kVA 4/5 Star Rated Transformer on PSCC Pole - 9 Mtr Long, 300 Kg WL - MS Labour(V-6 ESCOM P.No 44/39/3.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 29914.5 29914.5 1.0 False None None False None False 29914.5 0 4020012 155813 None 13.01 DOLO Cut Out (V-6 ESCOM P.No 12/25.02) Labour (V-6 ESCOM P.No 48/96/13.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 4701.9 4701.9 1.0 False None None False None False 4701.9 0 4020013 155813 None 13.02 GOS Set 200 Amps Single break (V-6 ESCOM P.No 11/166/24.01) Labour (V-6 ESCOM P.No 48/97/13.02) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 11081.7 11081.7 1.0 False None None False None False 11081.7 0 4020014 155813 None 52.01 Transparent Alkathine tube 19 mm dia, 2 mm thick in coils of 30 Mtr (V-6 ESCOM P.No 23/394/52.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Mtr 542.85 542.85 30.0 False None None False None False 16285.5 0 4020015 155813 None 13.08 Distribution Transformer - 3 Phase, 11kV/433V - Amorphous Core with Oil as per IS-1180 (Part-1): 2014 B. CABLE ENTRY TYPE. (V-6 ESCOM P.No 8/112/ 13.08)100 kVA, Aluminium Wdg, Star 2 (5 Star) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Each 235001.55 235001.55 1.0 False None None False None False 235001.55 0 4020016 155813 None 3.01 Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Poleincluding fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing (V-6 ESCOM P.No 44/338/3.01) For 100 to 250 kVA ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Per Structure 6011.25 6011.25 1.0 False None None False None False 6011.25 0 4020017 155813 None 36.05 11 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975. 95 Sqmm, (54 GI Wires - 2.5 mm Dia) (V-6 ESCOM P.No 15/258/36.05) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 934149.3 934149.3 0.06 False None None False None False 56048.958 0 4020018 155813 None 21-01 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 3x95 to 150 Sqmm (V-6 ESCOM P.No 52/21-01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Km 64388.1 64388.1 0.06 False None None False None False 3863.286 0 4020019 155813 None 1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft,approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatlydressed disposing off or leveling the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work (Vol I P.No 6/1.5.1) In ordinary/soft rock without blasting upto 1.5 m depth (0.5*0.75*60) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 313.95 313.95 22.5 False None None False None False 7063.875 0 4020020 155813 None 45.04 Heat Shrinkable Outdoor Type Cable Termination Kit for XLPE Cable 3x240 Sqmm (V-6 ESCOM P.No 20/346/45.04) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 3931.2 3931.2 2.0 False None None False None False 7862.4 0 4020021 155813 None 45.13 Heat Shrinkable Indoor Type Cable Termination Kit for XLPE Cable 3x240 Sqmm (V-6 ESCOM P.No 21/355/45.13) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Set 4174.8 4174.8 6.0 False None None False None False 25048.8 0 4020022 155813 None 25.05 Fixing of Termination Kit (V-6 ESCOM P.No 55/246/25.05) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 399.0 399.0 8.0 False None None False None False 3192.0 0 4020023 155813 None 45.01 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Type Transition Jointing Kit for XLPE Cable 3x95 Sqmm (V-6 ESCOM P.No20/343/45.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Kit 10758.3 10758.3 6.0 False None None False None False 64549.8 0 4020024 155813 None 45.01 11 kV, Jointing & Cable Termination Kit as per IS-13573 Heat Shrinkable Type Transition Jointing Kit for XLPE Cable 3x95 Sqmm (V-6 ESCOM P.No20/343/45.01) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Kit 10758.3 10758.3 6.0 False None None False None False 64549.8 0 4020025 155813 None 4.06 Construction of platform with size stone, cement concert for erection of 500 kVA Transformer/Metering cubicle/Heavy Equipment.Construction of platform (1.5x1.5x1.2) Mtr in size stone, for erection of transformers/Heavy equipment including all materials, labour. Excavation of (1.5x1.5x1) Mtr pit for foundation providing and laying cement concrete 1:4:8 for foundation laid in 10 cm thick layers, well compacted curing etc., complete providing and construction of stone masonary 0.9 Mtr below ground level and 1.2 Mtr above ground level neatly hammer dressed in cement morter 1:6. Providing and Laying cement concrete slab 1.5x1.5x0.10 Mtr with cement concrete of 1:2:4 mix forming & cutting complete, providing pointing to stone masonary in cement morter 1:3 after racking joint & nisely lining curing etc., plastering the concrete surfaces in cement morter 1:4 including smooth randering curing etc., curing at every stages completely.(CESC SR 2021-22 P.N.2/ 61/ 4.06) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work No 31879.05 31879.05 2.0 False None None False None False 63758.1 0 4020026 155813 None 38.7 40mm down size Jelly (V-1 P. A-38/7) (7.5*11.5*0.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 1249.5 1249.5 10.0 False None None False None False 12495.0 0 4020027 155813 None 11.58 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia 4 mm)(Civil SR V-II 95/11.58) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Sqm 843.15 843.15 80.0 False None None False None False 67452.0 0 4020028 155813 None 11.15.1 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitr ed, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer: Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery complete as per specifications /and as per directions of the Engineer-in-Charge. (Civil Sr V-I 82/11.15.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Kgs 134.4 134.4 150.0 False None None False None False 20160.0 0 4020029 155813 None 2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR Vol-I P.No 15 SL No 2.2.1.) )(1.4*2.2*0.2*1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work Cum 6610.35 6610.35 10.0 False None None False None False 66103.5 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726641788000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726641788000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726641788000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1726641788000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1726641788000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1726643768000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of Karnataka Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1726643777000 1 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value Min Rs.500 and Max Rs.7500 soon after contract has been issued to bidder. None 1726643798000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1726643806000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1726643816000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1726643826000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1726643834000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval. None 1726643843000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1726643858000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work. None 1726643868000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials. None 1726643878000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1726643887000 0 None None ELIGIBILITY Materials like ASPHALT, AGGREGATES, steel, cement etc., required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost. None 1726643912000 1 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.6 of STD tender document Attached. None 1726643921000 0 None None ELIGIBILITY All the items in the tender include all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer- in-charge of this work. None 1726643933000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties. None 1726643950000 0 None None ELIGIBILITY Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. None 1726643960000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act. None 1726643967000 0 None None ELIGIBILITY Contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project. None 1726643976000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost None 1726643986000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 None 1726644011000 0 None None ELIGIBILITY Contractors should be registered as KPWD Class II and above Civil Contractor. None 1726644024000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public works Department Special Division Mysore during office hours on all working days. None 1726644031000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the form of NSC/DD/FDR in the name of the Executive Engineer, PWD, Special Division, Mysore given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract. None 1726644046000 1 None None ELIGIBILITY All the rates in the amount put to tender are inclusive of all taxes expect GST. GST will be paid separately None 1726644159000 1 None None ELIGIBILITY 3.2.a.To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 achieved in at least two financial years a Minimum financial turn over (in all classes of civil engineering construction works only) of Rs. Rs. 599.46 lakhs None 1726644215000 0 None None ELIGIBILITY 3.2.b.Mandating satisfactory completion as a prime contractor for at least one similar work to an extent of 50% of the cost of the work, such as of value not less than Rs 149.87 lakhs None 1726644378000 0 None None ELIGIBILITY 3.2.c.Executed in any one year, the following minimum quantities of work (usually 80% of the peak annual rate of construction) Earthwork Excavation 1741.22Cum, PCC/RCC 798.23Cum, CONCRETEBLOCKS/BBM/SSM 1603.85Sqm, FLOORING- Granite/Vitrified/Ceramic/Mosaic/ CC 1064.57 Sqm, PLASTERING 3791.27Sqm, REINFORCEMENT STEEL 48.77 Tonnes, PAINTING 4907.56 Sqm None 1726644402000 0 None None ELIGIBILITY 3.2.d.The Tenderer or his identified sub-contractor should possess required valid electrical license for executing building electrification works and should have executed one similar work electrical works Rs. 19.81 Lakhs in any one year. None 1726644423000 0 None None ELIGIBILITY 3.2.e.The Tenderer or his identified sub-contractor should possess valid license for executing water supply/sanitary engineering works and should have executed one similar work water supply/sanitary engineering works totaling Rs. 9.75 Lakhs in any one year. None 1726644522000 0 None None ELIGIBILITY 3.3.b.liquid assets and /or availability of credit facilities of no less than Rs. 81.75 Lakhs Credit lines/ letter of credit/ certificates from nationalized banks None 1726644571000 0 None None ELIGIBILITY CONDITION for annual financial turnover (documents required)- Audited CAcertificate with UDIN None 1726644657000 0 None None ELIGIBILITY Bankers E-mail ID & Contact Number must be Up loaded. None 1726644688000 0 None None ELIGIBILITY Regarding Appealing aggrieved contractors may appeal to the prescribed (Appellant) authority within 30 days as per KTTP and appeal should be through e-proc only as per Govt. order No: pwd/572/CRM-2020(E) Bangalore DT.09-10-2020. The same will not be considered if appeal through Letters None 1726816088000 0 None None ELIGIBILITY Machineries: For Own: Purchase invoice/Purchase Bill/Sale Deed with copy of purchase invoice from the seller. For Vechicles Registration certificate with fitness certificate & T.C., issued by R.T.O. None 1726816108000 0 None None ELIGIBILITY Machineries: For Lease/Hire : Leese/Hire Agreement with Purchase invoice/Purchase Bill/Sale Deed obtain from the Leesee. For Vechicles Leese/Hire Agreement with Registration certificate with fitness certificate & T.C., issued by R.T.O to the Leesee None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Executed in any one year, the following minimum quantities of work (usually 80% of the peak annual rate of construction) Earthwork Excavation 1392.98 Cum, PCC/RCC 638.61 Cum, CONCRETEBLOCKS/BBM/SSM 1176.28Sqm, FLOORING- Granite/Vitrified/Ceramic/Mosaic/ CC 851.66 Sqm, PLASTERING 3033.02Sqm, REINFORCEMENT STEEL 39.02 Tonnes, PAINTING 3926.05 Sqm Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None b.Mandating satisfactory completion as a prime contractor for at least one similar work to an extent of 50% of the cost of the work, such as of value not less than Rs 149.87 lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None d.The Tenderer or his identified sub-contractor should possess required valid electrical license for executing building electrification works and should have executed one similar work electrical works Rs. 19.81 Lakhs in any one year. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None e.The Tenderer or his identified sub-contractor should possess valid license for executing water supply/sanitary engineering works and should have executed one similar work water supply/sanitary engineering works totaling Rs. 9.75 Lakhs in any one year. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None KPWD Class II and above Civil Contractor. Past Experience None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None liquid assets and /or availability of credit facilities of no less than Rs. 81.75Lakhs Credit lines/ letter of credit/ certificates from nationalized banks Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None 3.1To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22, 2022-23 & 2023-24 achieved in at least two financial years a Minimum financial turn over (in all classes of civil engineering construction works only) of Rs. Rs. 599.46 lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Machineries: Mechanical Concrete Mixer with Hopper Owned 01 Hired/ Leased 01, Tipper Owned 01 Hired/ Leased 02, Water Tanker Owned 01 Hired/ Leased 02, Pin/Plate vibrators Owned 01 Hired/ Leased 02 Others MACHINERIES createdTs version createdDate modifiedDate documentName None None None None Others -- Purchase invoice, Bills & Hire or Lease agreement RC issued by RTO.
tenderCriterionDocumentList	documentName optional documentTypeText KPWD Class II and above Civil Contractor True Technical Bid Annual Turnover Certificate with UDIN from CA True Technical Bid Balance Sheets,Profit & Loss Statements certified from a Registered Chartered accountant. True Technical Bid IT returns, True Technical Bid Work Done Certificate for Similar nature of civil work, duly attested by the Officer Not below the rank of E.E. True Technical Bid Workdone certificatec executed in any one year, the following minimum quantities of work True Technical Bid Work Done Certificate for Similar nature work for electrical, duly attested by the Officer Not below the rank of E.E. True Technical Bid Work Done Certificate for Similar nature work for Water supply and sanitary engineering works duly attested by the Officer Not below the rank of E.E. in any one year True Technical Bid Banker Certificate - Line of Credit in the prescribed form True Technical Bid Existing Commitments work details - B-Value - should be furnished duly attested by the concerned Executive Engineer as per Standard Tender Documents True Technical Bid Machineries own Purchase invoice/Purchase Bill/Sale Deed with copy of purchase invoice from the seller. For Vechicles Registration certificate with fitness certificate & T.C., issued by R.T.O. True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1726831571000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer Public Works Department Special Division Mysore street None city Myuru state Karnataka pin 570010
tenderRecallDTO	None